High-Strength Lightweight SCC Matrix with Partial Normal-Weight Coarse-Aggregate Replacement: Strength and Durability Evaluations-Reference-Cited by-同舟云学术

High-Strength Lightweight SCC Matrix with Partial Normal-Weight Coarse-Aggregate Replacement: Strength and Durability Evaluations

Published:2014-11 Issue:11 Volume:26 Page:04014086
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Yehia Sherif¹,AlHamaydeh Mohammad²,Farrag Sharef³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, American Univ. of Sharjah, P.O. Box 26666, Sharjah, United Arab Emirates (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, American Univ. of Sharjah, P.O. Box 26666, Sharjah, United Arab Emirates.

3. Graduate Research Assistant, Dept. of Civil Engineering, American Univ. of Sharjah, P.O. Box 26666, Sharjah, United Arab Emirates.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000990

Reference51 articles.

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2. Effects of distribution of lightweight aggregates on internal curing of concrete

3. American Concrete Institute (ACI). (2007). “Self-consolidating concrete.” ACI 237 Farmington Hills MI.

4. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete and commentary.” ACI 318 Farmington Hills MI.

5. ASTM. (2006). “Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the los angeles machine.” ASTM C131 West Conshohocken PA.

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